7822 BEVERLY LN B 2025-04-11 - Laserfiche WebLink

: 8/22/2021 ICompany 1 R ISA Designer : Asrade Mengstu PE 11:28:00 AM Job Number : 21-080 Checked By :AM Model Name : Carlos Tabarez Residence Deck... Maximum Member Section Forces Me... Axi... Loc... LC y S... Loc... LC z S... Loc... LC Tor... Loc... LC y-y... Loc... LC z-z... Loc... LC 1 M1 max 0.018 9.2 3 2.459 0 2 0 9.2 5 0 9.2 5 0 9.2 5 0 9.2 5 2 min 0.011 0 5 -2.459 9.2 2 0 0 1 0 0 1 0 0 1 -5.656 4.6 2 3 M2 max 2.585 0 2 0 12.5 5 0 12.5 5 0 12.5 5 0 12.5 5 0 12.5 _ 5 4 min -1.159 12.5 5 0 0 1 0 0 1 0 0 1 0 0 1 0 0 1 5 M3 max 2.579 0 2 0 12.5 5 0 12.5 5 0 12.5 5 0 12.5 5 0 12.5 5 6 min 0.334 12.5 5 0 0 1 0 0 1 0 0 1 0 0 1 0 0 1 7 M5 max -0.013 7.76 5 0.002 0 3 0 7.76 5 0 7.76 5 0 7.76 5 0.021-7.76 2 8 min -0.035 0 3 -0.008 7.76 2 0 0 1 0 0 1 0 0 1 -0.002 1.94 3 9 M6 max 1.841 7.76 5 0.005 0 2 0 7.76 5 0 7.76 5 0 7.76 5 0.004 7.76 5 10 min -0.038 0 2 -0.005 7.76 3 0 0 1 0 0 1 0 0 1 -0.011 4.123 2 11 M7 max 1.857 7.76 5 0.008 0 3 0 7.76 5 0 7.76 5 0 7.76 5 0.022 0 3 12 min -0.01 0 2 -0.003 7.76 2 0 0 1 0 0 1 0 0 1 -0.0045.335 2 13 M8 max 0 7.76 5 0.01 0 3 0 7.76 5 0 7.76 5 0 7.76 5 0.038 0 3 14 , min -0.013 0 1 0 , 7.76 2 0 0 1 0 0 1 0 0 1 0 7.76 1 Member End Reactions Memb...Memb... Axial [k] LC y She... LC z She... LC Torqu... LC y-y M... LC z-z M... LC 1 M1 ' I max 0.018 3 2.459 2 0 5 0 5 0 5 0 5 2 min 0.011 5 0.316 5 0 1 0 1 0 1 0 1 3 J max 0.018 3 -0.316 5 0 5 0 5 0 5 0 5 4 min 0.011 5 -2.459 2 0 1 0 1 0 1 0 1 5 M2 I max 2.585 2 0 5 0 5 0 5 0 5 0 5 6 1 min -1.104 5 0 1 0 1 0 1 0 1 0 1 7 J max 2.493 2 0 5 0 5 0 5 0 5 0 5 8 min -1.159 5 0 1 0 1 0 1 0 1 0 1 9 M3 I max 2.579 2 0 5 0 5 0 5 0 5 0 , 5 10 min 0.389 5 0 1 0 1 0 1 0 1 0 1 11 J max 2.487 2 0 5 0 5 0 5 0 5 0 5 12 min 0.334 5 0 1 0 1 0 1 0 1 0 1 13 M5 I max -0.021 5 0.002 3 0 5 0 5 0 5 0 5 14 min -0.035 3 0.002 5 0 1 0 1 0 1 0 1 15 J max -0.013 5 -0.004 5 0 5 0 5 0 5 0.021 2 16 min -0.021 3 -0.008 2 0 1 0 1 0 1 0.011 , 5 , 17 M6 I max 1.833 5 0.005 2 0 5 0 5 0 5 0 5 18 min -0.038 2 0.002 5 0 1 0 1 0 1 0 1 19 J max 1.841 5 -0.004 5 0 5 0 5 0 5 0.004 5 20 min -0.025 2 -0.005 3 0 1 0 1 0 1 -0.002 2 21 M7 I max 1.849 5 0.008 3 0 5 0 5 0 5 0.022 3 22 min -0.01 2 0.005 5 0 1 0 1 0 1 0.015 2 23 J ` max 1.857 5 0 5 0 5 0 5 0 5 0 5 24 ' min 0.003 2 -0.003 2 0 1 0 1 0 1 0 1 25 M8 I I max -0.008 5 0.01 3 0 5 0 5 0 5 0.038 3 26 min -0.013 1 0.006 5 0 1 0 1 0 1 0.023 , 5 27 J max 0 5 0 5 0 5 0 5 0 5 0 5 28 i min 0 1 0 2 0 1 0 1 0 1 0 1 Beam Deflections Member Label Span Location[ft] y'[n] (n)Uy'Ratio LC 1 M1 1 max 0.096 0 NC 3 2 1 min 4.6 -0.171 691 2 Wood Me... Shape Cod... Loc MI LC She... Loc[ft]. Dir LC Fc'[...Ft'[ksi]Fb1'... Fb2'... Fv'[... RB CL CP Eqn 1 M1 4X12 0.993 4.6 , 2 0.625 9.2 y , 2 0.364 0.525 0.926 1.029 0.15 10.069 0.99 0.28 3.9-3 2 M2 6X6 0.249 0 2 0.000 12.5 z 5 0.343 0.375 0.575 0.575 0.14 5.222 1 0.596 3.6.3 3 M3 6X6 0.249 0 2 0.000 12.5 z 5 0.343 0.375 0.575 0.575 0.14 5.222 1 0.596 3.6.3 4 M5 3X4 0.042 7.76 2 0.009 7.76 y 2 0.269 0.788 1.267 1.403 0.15 7.221 0.993 , 0.18 3.9-1 RISA-3D Version 18 [Brace.r3d] Page 4 221 23